EP0280133A2 - Method for making foundation layers for masonry, and setting-up profile for this purpose - Google Patents

Method for making foundation layers for masonry, and setting-up profile for this purpose Download PDF

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Publication number
EP0280133A2
EP0280133A2 EP88102133A EP88102133A EP0280133A2 EP 0280133 A2 EP0280133 A2 EP 0280133A2 EP 88102133 A EP88102133 A EP 88102133A EP 88102133 A EP88102133 A EP 88102133A EP 0280133 A2 EP0280133 A2 EP 0280133A2
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EP
European Patent Office
Prior art keywords
profile
edges
mortar
web
pull
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP88102133A
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German (de)
French (fr)
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EP0280133B1 (en
EP0280133A3 (en
Inventor
Jürgen Eckert
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Protektorwerk Florenz Maisch GmbH and Co KG
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Protektorwerk Florenz Maisch GmbH and Co KG
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Priority to AT88102133T priority Critical patent/ATE62522T1/en
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Publication of EP0280133A3 publication Critical patent/EP0280133A3/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/20—Tools or apparatus for applying mortar
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14—Conveying or assembling building elements
    • E04G21/16—Tools or apparatus
    • E04G21/18—Adjusting tools; Templates
    • E04G21/1841—Means for positioning building parts or elements

Definitions

  • the invention relates to a method for producing level bearing beds for the first layer of masonry from dry construction layered on top of one another or in the bed joints and optionally also in the butt joints by means of an adhesive-connected block-like wall blocks on uneven surfaces, such as foundations, rough ceilings and the like ., further on a profile strip for use in the method according to the invention.
  • the invention aims to address this inadequacy remedied and an economically justifiable process for the production of level bedding for the first layer when building masonry in dry construction or adhesive technology on uneven surfaces, including the necessary tools.
  • this object is achieved in terms of process engineering in that, in the method according to the preamble of patent claim 1, at a distance corresponding to the wall thickness of the masonry to be erected, two profiled strips provided with pulling edges with upward pointing on the substrate Trigger edges are installed in the correct position, aligned with their trigger edges at the same level and then fastened to the substrate, and that the space between the profile strips is then filled with mortar and the latter is then leveled off over the trigger edges using a leveling sheath.
  • the individual wall blocks of the first layer of masonry to be erected are not gradually laid at the same level in a mortar bed, which requires alignment work for each individual wall block and, if necessary, the refilling of mortar, but according to the invention becomes a level bedding
  • the profile strips provided with pull-off edges are installed in the correct position and attached to the substrate, and then a mortar filler is pulled off over the pull-off edges of the profile strips laid in this way.
  • a bearing bedding is economically compensated for the unevenness of the subsurface, on which the wall blocks of a first layer of masonry to be erected using dry construction or adhesive technology can be laid in such a way that sufficiently precise horizontal joints between the individual layers of the masonry occur.
  • the profiled strips are kept at a distance from one another by spacer profiles extending between them and connectable to them. It is also advantageous if the profile strips are fastened to the substrate by means of retaining brackets that can be plugged onto them.
  • the brackets or the limiting rails themselves can be attached to the subsurface by dowelling.
  • mortaring by means of mortar chunks to be placed at a distance from one another has proven to be particularly simple.
  • the solution to the problem of the invention in this respect is to create a profiled strip which, due to the design as perforations for the passage of mortar, has a plastered profiled strip with at least one fastening leg which can be fixed on a substrate and a removal edge removed therefrom for pulling off a mortar backfill using a leveling sheath.
  • a profile strip is simple in the manner known when attaching plaster profile strips can be installed and, in addition to the function of its pull-off edge in the installed state, also serves to limit the bedding to be created at the side.
  • a special design of this profile strip is characterized by the design as a U-profile with two profile legs, which are connected to each other by a web forming the pull-off edge and, when used as intended, are attached to a base with profile legs pointing downwards, the web then pointing upwards forms the pull-off edge.
  • both the profile legs and the web are expediently penetrated by perforations, which enable problem-free backfilling of the profile cavity formed between the profile legs and the web with mortar.
  • the profile strip extends in parallel position to at least one of the profile legs on the longitudinal edge removed from the web, which, when the plaster profile strip is used as intended, points upward on the outside of the profile.
  • such holding flanges can also extend from the profile outside of both profile legs, with one holding flange advantageously ending in a longitudinal edge running below the plane spanned by the web, while the other holding flange projects beyond the plane spanned by the web.
  • the profile strip 10 illustrated in FIG. 2 for itself alone in a perspective view is a U-profile with two profile legs 11, 12 running parallel to one another and a web 13 connecting these profile legs to one another. At the longitudinal edges of the two that are removed from the web Profile legs 11, 12 are molded in parallel to these and on the outside of the profile legs extending retaining flanges 14, 15. The holding flange 14 ends in a longitudinal edge running below the plane spanned by the web 13, while the other holding flange 15 projects beyond the web plane. All flat sections of the profile strip 10, i.e. the web 13, the two profile legs 11, 12 and the holding flanges 14, 15, which run parallel to the latter, are provided with perforations 16 in the manner known in the plaster profile strips, through which, when used as intended, mortar can pass for the purpose of backfilling cavities.
  • two similar profile strips 10 are laid parallel to one another with profile legs pointing downward in such a way that the retaining flanges 15 which project above the webs each extend on the side remote from the other profile section.
  • the spacer convey distance profiles 20 according to FIG. 3, which are arranged at predetermined intervals along the profile strips. These spacer profiles are strip material provided with perforations 21 with bevels 22, 23 directed towards the same sides in the region of the two front ends.
  • the height of these folds corresponds approximately to the vertical dimension of the holding flanges 14 of the profiled rails ending under the web plane, and the spacer profiles 20, when used as intended, engage with the mentioned folds 22, 23 from above between the mentioned holding flanges 15 and the profile legs 11 running parallel thereto, so that a form-fitting, firm connection between the parallel profile rails and thus a precise spacing is guaranteed.
  • the mounting brackets 24, 25 shown in FIG. 4 serve as attachment aids, which also are formed from strip material provided with perforations for the passage of mortar and each have an upstand 26, 27 with a molded-in suspension bottle 28, 29 at one end.
  • the upstand 27 of the one holding bracket is adapted to the vertical extent of the holding flange 14 of the profiled strips ending below the web plane, whereas the upstand 28 of the other holding bracket is adapted to the vertical extent of the holding flange 15 rising above the web plane.
  • the brackets 24, 25 can accordingly be hooked into the holding flanges 14, 15 of the profile strips 10, the bracket 25 having the smaller upstand 27 then extending in the direction of the other profile bar, on the other hand the bracket 24 on the from the other side of the profile rail.
  • Fig. 5 shows the structure of a bedding using the above-described rails and the associated tools.
  • the subsurface 30 is, for example, the upper edge of a basement constructed in concrete construction, to which an insulation 31, which is only indicated, is applied on the outside.
  • two profile strips 10 are laid at a distance from one another corresponding to the thickness of the masonry to be erected, and are kept at a distance from one another by spacer profiles 20 inserted between them, as shown in FIG. 3.
  • the holding flanges 15 projecting beyond the plane spanned by the webs of the profile rails then each extend on the side remote from the spacer profile 20 and the outer holding flange 15 of the outer profile rail lies flush with the plane spanned by the outside of the insulation 31 of the substrate.
  • retaining brackets 25 are hooked in with this retaining flange adapted upstand 27, which otherwise extend in the direction of the other profile rail.
  • the fastening of the other profile rail to the substrate is used in the mounting brackets 24 which hang in the flange projecting beyond the web plane and which extend on the side of this profile rail which is remote from the spacer profiles 20.
  • the profiled strips with their upwardly pointing webs 13 are aligned precisely at the same level and then mortared in the correct position by means of mortar slabs to be spaced apart, after which one Fixing the bracket is also carried out by mortaring by means of mortar 33 to be applied.
  • the next step then consists in filling the space between the profiled rails 10, which are laid in the correct position and precisely aligned with respect to the height of their webs 13, with mortar 34, which is then smoothly removed by means of a leveling sheath over the webs of the profiled strips which serve as extraction edges.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Foundations (AREA)
  • Finishing Walls (AREA)
  • Floor Finish (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

In the method, two setting-up profiles having draw-off edges are laid in the correct position on a base, with the draw-off edges directed upwards, at a distance from one another corresponding to the wall thickness of a masonry to be erected and, after being aligned, are bonded to the base with their draw-off edges at the same level. Thereafter, the interspace between the setting-up profiles is filled with mortar, and then the mortar filling is smoothed off to the same level by means of the draw-off edges of the setting-up profiles. It has proved especially advantageous for this purpose to have U-shaped setting-up profiles which can be bonded to the base, with their legs directed downwards, so that their webs then pointing upwards form the draw-off edge. <IMAGE>

Description

Die Erfindung bezieht sich auf ein Verfahren zum Herstellen niveaugleicher Lagerbettungen für die erste Lage von Mauer­werk aus in Trockenbauweise aufeinander geschichteten oder in den Lagerfugen und gegebenenfalls auch in den Stoßfugen mittels eines Klebers miteinander verbundenen blockartigen Wandbausteinen auf Unebenheiten aufweisen­den Untergründen, wie Fundamente, Rohbaudecken und dgl., ferner auf eine Profilleiste zur Verwendung bei dem er­findungsgemäßen Verfahren.The invention relates to a method for producing level bearing beds for the first layer of masonry from dry construction layered on top of one another or in the bed joints and optionally also in the butt joints by means of an adhesive-connected block-like wall blocks on uneven surfaces, such as foundations, rough ceilings and the like ., further on a profile strip for use in the method according to the invention.

Während bei aufgemörteltem Mauerwerk die horizontal verlaufenden Lagerfugen zwischen übereinanderliegenden Lagen von Wandbausteinen und in aller Regel auch die vertikalen Stoßfugen zwischen benachbarten Wandbau­steinen als Mörtelfugen ausgebildet sind, ist für in Trockenbauweise errichtetes Mauerwerk das Fehlen von Mörtel in den Fugen kennzeichnend.While in the case of mortared masonry, the horizontal bed joints between the superimposed layers of wall blocks and, as a rule, also the vertical butt joints between neighboring wall blocks are designed as mortar joints, the lack of mortar in the joints is characteristic of masonry constructed in dry construction.

Soweit man von hier nicht interessierenden Trocken­mauern zum Abstützen von Böschungen oder für ähnliche Zwecke absieht, ist Voraussetzung für ein in Trockenbau­ weise ausführbares Mauerwerk, daß die einzusetzenden Wandbausteine nur geringe Maßabweichungen zumindest in ihren bei bestimmungsgemäßer Verwendung vertikalen Erstreckungen aufweisen. Dieser Forderung genügen z. B. bekannte Wandbausteine aus Gasbeton, die allerdings bisher in den Lager- und Stoßfugen mittels dünnschich­tig aufzutragender Kleber miteinander verbunden wurden. Extrem geringe Maßabweichungen aufweisende Wandbausteine sind aber auch in jüngerer Zeit zum Errichten von Mauerwerk im Wohnungsbau und für ähnliche Zwecke in reiner Trockenbautechnik erfolgreich eingesetzt worden, bei der weder in die horizontal verlaufenden Lagerfugen noch in die vertikalen Stoßfugen Kleber oder gar Mörtel eingebracht wird.Insofar as one disregards dry walls that are not of interest here to support embankments or for similar purposes, a prerequisite for drywall construction Wise executable masonry that the wall blocks to be used have only slight dimensional deviations, at least in their vertical dimensions when used as intended. This requirement is sufficient for. B. known wall blocks made of gas concrete, which were previously connected to each other in the bearing and butt joints by means of thin-layer adhesive to be applied. Wall blocks with extremely small dimensional deviations have also recently been used successfully for building masonry in residential buildings and for similar purposes in purely dry construction technology, in which no adhesive or mortar is introduced into either the horizontal bed joints or the vertical butt joints.

Beim Errichten von Mauerwerk aus nur geringsten Maßabweichungen aufweisenden Wandbausteinen in Trocken­bauweise oder Klebetechnik kommt es entscheidend darauf an, daß die jeweils unterste Lage derartiger Wandbausteine niveaugleich auf einem Fundament, einer Rohdecke oder einem sonstigen Untergrund verlegt wird. Dieser Forderung genügt eine Verlegung der die erste Lage bildenden Wandbausteine in einem Mörtel­bett, bei der praktisch immer anzutreffende Uneben­heiten des Untergrundes hinreichend genau ausgegli­chen werden können. Diese Arbeitsweise ist jedoch so kostenaufwendig, daß sie einer breiteren Anwendung der ansonsten wirtschaftlich vorteilhaften Trockenbau­weise und auch der Anwendung der Klebetechnik hindernd im Wege steht.When building masonry from only minimal deviations in wall blocks in dry construction or adhesive technology, it is crucial that the lowest layer of such wall blocks is installed at the same level on a foundation, an unfinished ceiling or another surface. This requirement is satisfied by laying the wall blocks forming the first layer in a mortar bed, in which unevenness of the subsurface that can practically always be found can be compensated for with sufficient accuracy. However, this method of operation is so costly that it prevents a broader use of the otherwise economically advantageous dry construction method and also the use of adhesive technology.

Durch die Erfindung soll dieser Unzulänglichkeit abgeholfen und ein wirtschaftlich vertretbares Verfahren zum Herstellen niveaugleicher Lagerbettungen für die erste Lage beim Aufbau von Mauerwerken in Trockenbauweise oder Klebetechnik auf unebenen Untergründen geschaffen werden, einschließlich dafür erforderlicher Hilfsmittel.The invention aims to address this inadequacy remedied and an economically justifiable process for the production of level bedding for the first layer when building masonry in dry construction or adhesive technology on uneven surfaces, including the necessary tools.

Ausgehend von dem vorstehend erläuterten Stand der Technik ist diese Aufgabe in verfahrenstechnischer Hinsicht dadurch gelöst, daß bei dem Verfahren nach dem Oberbegriff des Patentanspruchs 1 in einem der Wandstärke des zu errich­tenden Mauerwerks entsprechenden Abstand voneinander auf dem Untergrund zwei mit Abzugskanten versehene Profil­leisten mit nach oben weisenden Abzugskanten lagerichtig verlegt, mit ihren Abzugskanten auf gleichem Niveau aus­gerichtet und anschließend auf dem Untergrund befestigt werden, und daß danach der Zwischenraum zwischen den Profilleisten mit Mörtel verfüllt und letzterer dann über die Abzugskanten niveaugleich mittels eines Richtscheides abgezogen wird.Proceeding from the above-described prior art, this object is achieved in terms of process engineering in that, in the method according to the preamble of patent claim 1, at a distance corresponding to the wall thickness of the masonry to be erected, two profiled strips provided with pulling edges with upward pointing on the substrate Trigger edges are installed in the correct position, aligned with their trigger edges at the same level and then fastened to the substrate, and that the space between the profile strips is then filled with mortar and the latter is then leveled off over the trigger edges using a leveling sheath.

Im Gegensatz zum Stande der Technik werden somit die einzelnen Wandbausteine der ersten Lage eines zu errich­tenden Mauerwerks nicht nach und nach niveaugleich in einem Mörtelbett verlegt, was Ausrichtarbeiten für jeden einzelnen Wandbaustein und gegebenenfalls das Nachfüllen von Mörtel erfordert, sondern gemäß der Er­findung wird eine niveaugleiche Lagerbettung für die erste Lage derartiger Wandbausteine hergestellt, indem mit Abzugskanten versehene Profilleisten lagerichtig verlegt und ausgerichtet am Untergrund angebracht werden und an­schließend eine Mörtelverfüllung über die Abzugskanten der so verlegten Profilleisten abgezogen wird.In contrast to the prior art, the individual wall blocks of the first layer of masonry to be erected are not gradually laid at the same level in a mortar bed, which requires alignment work for each individual wall block and, if necessary, the refilling of mortar, but according to the invention becomes a level bedding For the first layer of wall blocks of this type, the profile strips provided with pull-off edges are installed in the correct position and attached to the substrate, and then a mortar filler is pulled off over the pull-off edges of the profile strips laid in this way.

Erfindungsgemäß wird somit eine die Unebenheiten des Untergrundes kostengünstig ausgleichende Lager­bettung geschaffen, auf der die Wandbausteine einer ersten Lage eines in Trockenbauweise oder Klebetechnik zu errichtenden Mauerwerks in der Weise verlegbar sind, daß hinreichend präzise horizontal verlaufende Lagerfugen zwischen den einzelnen Lagen des Mauerwerks auftreten.According to the invention, a bearing bedding is economically compensated for the unevenness of the subsurface, on which the wall blocks of a first layer of masonry to be erected using dry construction or adhesive technology can be laid in such a way that sufficiently precise horizontal joints between the individual layers of the masonry occur.

Als zweckmäßig hat sich dabei erwiesen, wenn die Profilleisten durch sich zwischen ihnen erstreckende und mit ihnen verbindbare Distanzprofile in einem der Mauerstärke entsprechenden Abstand voneinander gehalten werden. Gleichfalls vorteilhaft ist, wenn die Profilleisten mittels auf dieser aufsteckbare Haltewinkel am Untergrund befestigt werden. Die Be­festigung der Haltewinkel oder auch der Begrenzungs­schienen selbst am Untergrund kann beispielsweise mittels Andübeln vorgenommen werden. Als besonders einfach hat sich indessen das Anmörteln mittels im Abstand voneinader anzubringender Mörtelbatzen er­wiesen.It has proven to be advantageous if the profiled strips are kept at a distance from one another by spacer profiles extending between them and connectable to them. It is also advantageous if the profile strips are fastened to the substrate by means of retaining brackets that can be plugged onto them. The brackets or the limiting rails themselves can be attached to the subsurface by dowelling. In the meantime, mortaring by means of mortar chunks to be placed at a distance from one another has proven to be particularly simple.

Hinsichtlich der Hilfsmittel für die Durchführung des erfindungsgemäßen Verfahrens besteht die Lösung der insoweit gestellten Erfindungsaufgabe in der Schaffung einer Profilleiste, die durch die Ausbildung als Lochungen für den Durchtritt von Mörtel aufweisende Einputzprofilleiste mit wenigstens einem an einem Untergrund festlegbaren Befestigungsschenkel und einer davon entfernten Abzugskante zum Abziehen einer Mörtel­verfüllung mittels eines Richtscheides versehen ist. Eine derartige Profilleiste ist in der beim Anbringen von Putzprofilleisten bekannten Art einfach verlegbaren und dient neben der Funktion ihrer Abzugs­kante in verlegtem Zustand auch zur seitlichen Begren­zung der zu schaffenden Lagerbettung.With regard to the aids for carrying out the method according to the invention, the solution to the problem of the invention in this respect is to create a profiled strip which, due to the design as perforations for the passage of mortar, has a plastered profiled strip with at least one fastening leg which can be fixed on a substrate and a removal edge removed therefrom for pulling off a mortar backfill using a leveling sheath. Such a profile strip is simple in the manner known when attaching plaster profile strips can be installed and, in addition to the function of its pull-off edge in the installed state, also serves to limit the bedding to be created at the side.

Eine besondere Ausgestaltung dieser Profilleiste ist durch die Ausbildung als U-Profil mit zwei Profil­schenkeln gekennzeichnet, die durch einen die Abzugs­kante bildenden Steg miteinander verbunden sind und bei bestimmungsgemäßer Verwendung mit nach unten gerichteten Profilschenkeln an einem Untergrund an­gebracht werden, wobei der dann nach oben weisende Steg die Abzungskante bildet. Zweckmäßigerweise sind bei dieser Ausgestaltung sowohl die Profilschenkel als auch der Steg von Lochungen durchdrungen, die ein problemloses Hinterfüllen des zwischen den Profil­schenklen und dem Steg gebildeten Profilhohlraums mit Mörtel ermöglichen.A special design of this profile strip is characterized by the design as a U-profile with two profile legs, which are connected to each other by a web forming the pull-off edge and, when used as intended, are attached to a base with profile legs pointing downwards, the web then pointing upwards forms the pull-off edge. In this embodiment, both the profile legs and the web are expediently penetrated by perforations, which enable problem-free backfilling of the profile cavity formed between the profile legs and the web with mortar.

Bei einer weiteren Ausgestaltung der Profilleiste erstreckt sich in Parallellage zu wenigstens einem der Profilschenkel ein an dessen vom Steg entfernter Längskante angeformter, bei bestimmungsgemäßer Ver­wendung der Einputzprofilleiste nach oben weisender Halteflansch profilaußenseitig entlang. Naturgemäß können sich auch profilaußenseitig von beiden Profil­schenkeln derartige Halteflanschen erstrecken, wobei mit Vorteil ein Halteflansch in einer unter der vom Steg aufgespannten Ebene verlaufenden Längskante endet, während der andere Halteflansch über die vom Steg aufgespannte Ebene hinausragt.In a further embodiment of the profile strip extends in parallel position to at least one of the profile legs on the longitudinal edge removed from the web, which, when the plaster profile strip is used as intended, points upward on the outside of the profile. Of course, such holding flanges can also extend from the profile outside of both profile legs, with one holding flange advantageously ending in a longitudinal edge running below the plane spanned by the web, while the other holding flange projects beyond the plane spanned by the web.

Angesichts der Verfüllung des Zwischenraums zwischen den verlegten Profilschienen mit Mörtel und des nachfolgenden Abziehens dieser Mörtelverfüllung über die Abzugskanten der das zu schaffende Lager­ bett beidseitig begrenzenden Profilschienen sind letztere naturgemäß so anzuordnen, daß die über die Stege vorstehenden Halteflanschen längs der jeweiligen Außenkanten verlaufen und seitliche Begrenzungen für die Wandbausteine einer ersten Lage bilden. Die unter dem Niveau der Abzugskanten endenden Halte­flanschen liegen dann innen und ermöglichen in ein­facher Weise das Einhängen von mit entsprechenden Einhängeabschnitten versehenen Distanzprofilen, die beim Verfüllen mit Mörtel in das Lagerbett einge­schlossen werden.In view of the filling of the space between the laid profile rails with mortar and the subsequent pulling of this mortar backfill over the pull-off edges of the bearing to be created The profile rails which delimit the bed on both sides are naturally to be arranged in such a way that the retaining flanges projecting over the webs run along the respective outer edges and form lateral boundaries for the wall modules of a first layer. The holding flanges ending below the level of the pull-off edges then lie on the inside and allow in a simple manner the hanging in of spacer profiles provided with corresponding hanging sections, which are enclosed in the bed during the filling with mortar.

Anhand der beigefügten Zeichnung sollen nachstehend das erfindungsgemäße Verfahren und die für dessen Verwirk­lichung vorgesehenen Hilfsmittel erläutert werden. In schematischen Ansichten zeigen:

  • Fig. 1 zwei parallel zueinander verlaufende, durch Distanzprofile im Abstand voneinander gehaltene Profilleisten in einer perspektivischen Ansicht,
  • Fig. 2 eine der Profilleisten für sich allein in einer gegenüber Fig. 1 vergrößerten Ansicht,
  • Fig. 3 ein der Abstandshalterung dienendes Distanzprofil für sich allein, ebenfalls in einer perspektivi­schen Ansicht,
  • Fig. 4 zwei über eine Sollbruchstelle miteinander ver­bundene Haltewinkel zum Aufstecken auf die sich außenseitig von den Profilschenkeln erstreckenden Halteflanschen der Profilleisten und
  • Fig. 5 den Aufbau einer die Unebenheiten eines Untergrundes ausgleichenden Lagerbettung in einer quer zu dessen Längserstreckung verlaufenden Schnittan­sicht, wobei das auf der Lagerbettung aufgenommene Mauerwerk angedeutet ist.
The method according to the invention and the aids provided for its implementation are to be explained below with reference to the accompanying drawing. Schematic views show:
  • 1 is a perspective view of two profile strips which run parallel to one another and are spaced apart by spacer profiles,
  • 2 is one of the profile strips alone in an enlarged view compared to FIG. 1,
  • 3 is a spacer profile used for the spacer by itself, also in a perspective view,
  • Fig. 4 two brackets connected to each other via a predetermined breaking point for plugging onto the holding flanges of the profile strips and which extend outside of the profile legs
  • 5 shows the structure of a bearing bed that compensates for the unevenness of a subsurface in a sectional view extending transversely to its longitudinal extent, the masonry recorded on the bed being indicated.

Bei der in Fig. 2 für sich allein in einer perspektivischen Ansicht veranschaulichten Profilleiste 10 handelt es sich um ein U-Profil mit zwei parallel zueinander verlaufenden Profilschenkeln 11, 12 und einem diese Profilschenkel mit­einander verbindenden Steg 13. An die vom Steg entfernten Längskanten der beiden Profilschenkel 11, 12 sind in Parallellage zu diesen und außenseitig von den Profil­schenkeln verlaufend Halteflanschen 14, 15 angeformt. Der Halteflansch 14 endet in einer unter der vom Steg 13 aufgespannten Ebene verlaufenden Längskante, während der andere Halteflansch 15 über die Stegebene hinausragt. Alle flächenhaften Abschnitte der Profilleiste 10, also der Steg 13, die beiden Profilschenkel 11, 12 und die zu letzteren parallel verlaufenden Halteflanschen 14, 15 sind in der bei der Einputzprofilleisten bekannten Art mit Lochun­gen 16 versehen, durch die bei bestimmungsgemäßer Verwendung Mörtel zwecks Hinterfüllung von Hohlräumen hindurchtreten kann.The profile strip 10 illustrated in FIG. 2 for itself alone in a perspective view is a U-profile with two profile legs 11, 12 running parallel to one another and a web 13 connecting these profile legs to one another. At the longitudinal edges of the two that are removed from the web Profile legs 11, 12 are molded in parallel to these and on the outside of the profile legs extending retaining flanges 14, 15. The holding flange 14 ends in a longitudinal edge running below the plane spanned by the web 13, while the other holding flange 15 projects beyond the web plane. All flat sections of the profile strip 10, i.e. the web 13, the two profile legs 11, 12 and the holding flanges 14, 15, which run parallel to the latter, are provided with perforations 16 in the manner known in the plaster profile strips, through which, when used as intended, mortar can pass for the purpose of backfilling cavities.

Bei der aus Fig. 1 ersichtlichen Anordung sind zwei gleichartige Profilleisten 10 parallel zueinander mit nach unten weisenden Profilschenkeln in der Weise verlegt, daß die über die Stegebenen hochstehenden Halteflanschen 15 sich jeweils auf der von der anderen Profillesite entfernten Seite entlangerstrecken. Die Abstandshalterung vermitteln Distanzprofile 20 gemäß Fig. 3, die in vorbestimmten Abständen längs der Profilleisten angeordnet sind. Bei diesen Distanz­profilen handelt es sich um mit Lochungen 21 versehenes Streifenmaterial mit nach gleichen Seiten gerichteten Abkantungen 22, 23 im Bereich der beiden Stirnenden. Die Höhe dieser Abkantungen entspricht etwa dem Ver­tikalmaß der unter der Stegebene endenden Halteflan­schen 14 der Profilschienen und die Distanzprofile 20 greifen bei bestimmungsgemäßer Verwendung mit den genannten Abkantungen 22, 23 von oben zwischen die genannten Halteflanschen 15 und die dazu parallel verlaufenden Profilschenkel 11 ein, so daß eine form­schlüssig feste Verbindung zwischen den parallel zu­einander verlaufenden Profilschienen und damit eine präzise Abstandshalterung gewährleistet ist.In the arrangement shown in FIG. 1, two similar profile strips 10 are laid parallel to one another with profile legs pointing downward in such a way that the retaining flanges 15 which project above the webs each extend on the side remote from the other profile section. The spacer convey distance profiles 20 according to FIG. 3, which are arranged at predetermined intervals along the profile strips. These spacer profiles are strip material provided with perforations 21 with bevels 22, 23 directed towards the same sides in the region of the two front ends. The height of these folds corresponds approximately to the vertical dimension of the holding flanges 14 of the profiled rails ending under the web plane, and the spacer profiles 20, when used as intended, engage with the mentioned folds 22, 23 from above between the mentioned holding flanges 15 and the profile legs 11 running parallel thereto, so that a form-fitting, firm connection between the parallel profile rails and thus a precise spacing is guaranteed.

Unbeschadet der Möglichkeit, die Profilleisten 10 unmittelbar auf einem Untergrund zu befestigen, bei­spielsweise anzumörteln, dienen als Befestigungshilfsmittel die aus Fig. 4 ersichtlichen Haltewinkel 24, 25, die ebenfalls aus mit Lochungen für den Durchtritt von Mörtel ver­sehenem Streifenmaterial geformt sind und jeweils an einem Stirnende eine Aufkantung 26, 27 mit ange­formten Einhängeflasch 28, 29 besitzen. Die Aufkantung 27 des einen Haltewinkels ist der Vertikalerstreckung des unter der Stegebene endenden Halteflanschs 14 der Profilleisten angepaßt, hingegen die Aufkantung 28 des anderen Haltewinkels der Vertikalerstreckung des sich über die Stegebene erhebenden Halteflanschs 15.Without prejudice to the possibility of attaching the profile strips 10 directly to a substrate, for example by mortaring them, the mounting brackets 24, 25 shown in FIG. 4 serve as attachment aids, which also are formed from strip material provided with perforations for the passage of mortar and each have an upstand 26, 27 with a molded-in suspension bottle 28, 29 at one end. The upstand 27 of the one holding bracket is adapted to the vertical extent of the holding flange 14 of the profiled strips ending below the web plane, whereas the upstand 28 of the other holding bracket is adapted to the vertical extent of the holding flange 15 rising above the web plane.

Wie Fig. 1 zeigt, sind dementsprechend die Haltewinkel 24, 25 in die Halteflanschen 14, 15 der Profilleisten 10 einhängbar, wobei der die kleinere Aufkantung 27 aufweisende Haltewinkel 25 sich dann in Richtung zu der jeweils anderen Profilleiste erstreckt, hingegen der Haltewinkel 24 auf der von der jeweils anderen Profilschiene entfernten Seite.As shown in FIG. 1, the brackets 24, 25 can accordingly be hooked into the holding flanges 14, 15 of the profile strips 10, the bracket 25 having the smaller upstand 27 then extending in the direction of the other profile bar, on the other hand the bracket 24 on the from the other side of the profile rail.

Fig. 5 zeigt den Aufbau einer Lagerbettung unter Verwendung der vorstehend erläuterten Profilschienen und der dazugehörenden Hilfsmittel. Bei dem Unter­grund 30 handelt es sich beispielsweise um die Ober­kante eines in Betonbauweise errichteten Kellerge­schosses, auf das außenseitig eine nur angedeutete Isolierung 31 aufgebracht ist. Auf diesem Untergrund werden in einem der Stärke des zu errichtenden Mauer­werks entsprechenden Abstände voneinander zwei Profil­leisten 10 verlegt und durch zwischen ihnen eingesetzte Distanzprofile 20 gemäß Fig. 3 auf Abstand voneinander gehalten. Die über die von den Stegen der Profilschienen aufgespannte Ebene hinausragenden Halteflanschen 15 erstrecken sich dann jeweils auf der vom Distanzprofil 20 entfernten Seite und der äußere Halteflansch 15 der äußeren Profilschiene liegt flächenbündig mit der von der Außenseite der Isolierung 31 des Untergrundes aufgespannten Ebene. In den inneren Halteflansch 14 der zuletzt genannten Profilleiste sind Haltewinkel 25 mit diesem Halteflansch angepaßter Aufkantung 27 eingehängt, die sich im übrigen in Richtung auf die andere Profilschiene erstrecken. Der Befestigung der anderen Profilschiene mit dem Untergrund dienen in deren über die Stegebene hinaus­ragenden Flansch eingehängte Haltewinkel 24, die sich auf der von den Distanzprofilen 20 entfernten Seiten dieser Profilschiene erstrecken.Fig. 5 shows the structure of a bedding using the above-described rails and the associated tools. The subsurface 30 is, for example, the upper edge of a basement constructed in concrete construction, to which an insulation 31, which is only indicated, is applied on the outside. On this surface, two profile strips 10 are laid at a distance from one another corresponding to the thickness of the masonry to be erected, and are kept at a distance from one another by spacer profiles 20 inserted between them, as shown in FIG. 3. The holding flanges 15 projecting beyond the plane spanned by the webs of the profile rails then each extend on the side remote from the spacer profile 20 and the outer holding flange 15 of the outer profile rail lies flush with the plane spanned by the outside of the insulation 31 of the substrate. In the inner Retaining flange 14 of the last-mentioned profile strip, retaining brackets 25 are hooked in with this retaining flange adapted upstand 27, which otherwise extend in the direction of the other profile rail. The fastening of the other profile rail to the substrate is used in the mounting brackets 24 which hang in the flange projecting beyond the web plane and which extend on the side of this profile rail which is remote from the spacer profiles 20.

Nach dem Verlegen der mittels der genannten Distanz­profile 20 auf Abstand gehaltenen Profilleisten 10 und nach dem Aufsetzen der genannten Haltewinkel 24, 25 werden die Profilleisten mit ihren nach oben weisenden Stegen 13 präzise niveaugleich ausgerichtet und dann mittels im Abstand voneinander anzuordnender Mörtelbatzen lagerichtig angemörtelt, wonach eine Festlegung der Haltewinkel ebenfalls durch Anmörteln mittels aufzubringender Mörtelbatzen 33 vorgenommen wird. Der nächstfolgende Arbeitsschritt besteht dann im Verfüllen des Zwischenraums zwischen den lagerichtig verlegten und hinsichtlich der Höhenlage ihrer Stege 13 präzise ausgerichteten Profilschienen 10 mit Mörtel 34, der danach mittels eines Richtscheides über die als Abzugskanten dienenden Stege der Profilleisten glatt abgezogen wird. Es entsteht somit eine mit den die Abzugskanten bildenden Stegen der Profilschie­nen flächenbündige Lagerbettung 35, auf der nach dem Aushärten der Mörtelfüllung die eine erste Lage eines Mauerwerks 36 bildenden Wandbausteine ohne weitere Ausrichtarbeiten verlegbar sind. Die außen­seitig über das Niveau der so geschaffenen Lagerbettung hochstehenden Halteflanschen 15 der Profilleisten 10 bilden dabei seitliche Begrenzungen, die das Ver­legen der die erste Mauerlage bildenden Wandbausteine erleichtern.After laying the profiled strips 10, which are kept at a distance by means of the above-mentioned spacer profiles 20, and after the mounting brackets 24, 25 have been placed on them, the profiled strips with their upwardly pointing webs 13 are aligned precisely at the same level and then mortared in the correct position by means of mortar slabs to be spaced apart, after which one Fixing the bracket is also carried out by mortaring by means of mortar 33 to be applied. The next step then consists in filling the space between the profiled rails 10, which are laid in the correct position and precisely aligned with respect to the height of their webs 13, with mortar 34, which is then smoothly removed by means of a leveling sheath over the webs of the profiled strips which serve as extraction edges. This results in a bearing bed 35 which is flush with the webs of the profiled rails, on which, after the mortar filling has hardened, the wall blocks forming a first layer of masonry 36 can be laid without further alignment work. The holding flanges 15 of the profiled strips 10, which protrude on the outside above the level of the bearing bed thus created, form lateral boundaries which facilitate the laying of the wall blocks forming the first wall layer.

Claims (9)

1. Verfahren zum Herstellen niveaugleicher Lagerbet­tungen für die erste Lage von Mauerwerk aus in Trocken­bauweise aufeinandergeschichteten oder in den Lager­fugen und gegebenenfalls in den Stoßfugen mittels eines Klebers miteinander verbundenen blockartigen Wandbausteinen auf Unebenheiten aufweisenden Unter­gründen (Fundamenten, Rohbaudecken und dgl.), gekennzeichnet durch folgende Arbeitsschritte:
- in einem der Wandstärke des zu errichtenden Mauer­werks entsprechenden Abstand voneinander werden auf dem Untergrund (30) zwei mit Abzugskanten ver­sehene Profilleisten (10) lagerichtig mit nach oben weisenden Abzugskanten (13) verlegt, mit ihren Abzugskanten auf gleichem Niveau ausgerichtet und anschließend auf dem Untergrund befestigt,
- danach wird der Zwischenraum zwischen den Profil­leisten mit Mörtel (34) verfüllt und letzterer dann über die Abzugskanten der Profilschienen niveaugleich abgestrichen.1.Procedure for the production of level bearing bedding for the first layer of masonry made of dry construction layered on top of one another or in the bedding joints and, if necessary, in the butt joints by means of block-like wall blocks connected to one another by means of an adhesive on uneven surfaces (foundations, unfinished ceilings and the like), characterized by the following work steps :
- At a distance from each other corresponding to the wall thickness of the masonry to be erected, two profiled strips (10) provided with pull-off edges are installed in the correct position with up-directed pull-off edges (13), aligned with their pull-off edges at the same level and then on the base attached,
- Then the space between the profile strips is filled with mortar (34) and the latter then leveled off over the pull-off edges of the profile rails. 2. Verfahren nach Anspruch 1, dadurch gekennzeichnet, daß die Profilleisten (10) durch sich zwischen ihnen erstreckende Distanzprofile (20) in einem der Mauer­stärke entsprechenden Abstand voneinander gehalten werden.2. The method according to claim 1, characterized in that the profile strips (10) are held by spacers (20) extending between them at a distance corresponding to the wall thickness. 3. Verfahren nach Anspruch 1 oder 2, dadurch gekenn­zeichnet, daß die Profilschienen (10) mittels auf diese aufsteckbarer Haltewinkel (24, 25) am Unter­grund (30) befestigt werden.3. The method according to claim 1 or 2, characterized in that the profile rails (10) by means of this bracket (24, 25) are attached to the substrate (30). 4. Verfahren nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Profilschienen (10) mittels im Abstand voneinander anzubringender Mörtel­batzen (32, 33) am Untergrund angemörtelt werden.4. The method according to any one of claims 1 to 3, characterized in that the profiled rails (10) are mortared by means of mortar slabs (32, 33) to be spaced apart from one another on the substrate. 5. Profilleiste zur Verwendung bei dem Verfahren nach einem der Ansprüche 1 bis 4, gekennzeichnet durch die Ausbilding als Einputzprofilleiste (10), die mit Lochungen (16) für den Durchtritt von Mörtel, wenigstens einem an einem Untergrund (30) festleg­baren Befestigungsschenkel (11, 12) und einer davon entfernten Abzugskante (13) zum Abziehen einer Mör­telverfüllung mittels (34) eines Richtscheides ver­sehen ist.5. Profile strip for use in the method according to one of claims 1 to 4, characterized by the training as a plaster profile strip (10) with perforations (16) for the passage of mortar, at least one fixing leg (11) which can be fixed on a substrate (30) , 12) and a removal edge (13) removed therefrom for removing mortar filling by means of (34) a straightening sheath. 6. Profilleiste nach Anspruch 5, gekennzeichnet durch die Ausbildung als U-Profil (10) mit zwei Profilschenkeln (11, 12), die durch einen die Ab­zugskante bildenden Steg (13) miteinander verbun­den sind.6. Profile strip according to claim 5, characterized by the training as a U-profile (10) with two Profile legs (11, 12) which are connected to one another by a web (13) forming the pull-off edge. 7. Profilleiste nach Anspruch 6, dadurch gekenn­zeichnet, daß sich in Parallellage zu wenigstens einem Profilschenkel (11, 12) ein an dessen vom Steg (13) entfernter Längskante angeformter, bei bestim­mungsgemäßer Verwendung der Einputzprofilleiste nach oben weisender Halteflansch (14, 15) profilaußen­seitig entlang erstreckt.7. Profile strip according to claim 6, characterized in that in parallel position to at least one profile leg (11, 12) formed on its from the web (13) removed longitudinal edge, with the intended use of the plaster profile upward facing flange (14, 15) profile outside extends along. 8. Profilleiste nach Anspruch 7, dadurch gekenn­zeichnet, daß ein Halteflansch (14) in einer unter der vom Steg (13) aufgespannten Ebene verlaufenden Längskante endet.8. Profile strip according to claim 7, characterized in that a holding flange (14) ends in a below the web (13) spanned plane extending longitudinal edge. 9. Profilleiste nach Anspruch 7 oder 8, dadurch gekennzeichnet, daß ein Halteflansch (15) über die vom Steg (13) aufgespannte Ebene hinausragt.9. Profile strip according to claim 7 or 8, characterized in that a retaining flange (15) projects beyond the plane spanned by the web (13).
EP88102133A 1987-02-25 1988-02-13 Method for making foundation layers for masonry, and setting-up profile for this purpose Expired - Lifetime EP0280133B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88102133T ATE62522T1 (en) 1987-02-25 1988-02-13 METHOD OF MANUFACTURING BEDDING FOR MASONRY AND RAILING FOR THIS PURPOSE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3705917 1987-02-25
DE3705917A DE3705917C2 (en) 1987-02-25 1987-02-25 Profile system for the manufacture of level bedding

Publications (3)

Publication Number Publication Date
EP0280133A2 true EP0280133A2 (en) 1988-08-31
EP0280133A3 EP0280133A3 (en) 1989-05-24
EP0280133B1 EP0280133B1 (en) 1991-04-10

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EP88102133A Expired - Lifetime EP0280133B1 (en) 1987-02-25 1988-02-13 Method for making foundation layers for masonry, and setting-up profile for this purpose

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EP (1) EP0280133B1 (en)
AT (1) ATE62522T1 (en)
DE (1) DE3705917C2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893554A1 (en) * 1997-07-25 1999-01-27 Tubag Trass-, Zement- und Steinwerke Gmbh Method and arrangement for realising a horizontal filling- layer
DE19960512A1 (en) * 1999-12-15 2001-06-21 Ytong Holding Ag Device for applying levelling layer to brickwork consists of a U-profile made from water-impermeable polymer foam.
CN116397904A (en) * 2023-06-08 2023-07-07 山西三建集团有限公司 Positioning method of positioning mechanism for reserved steel sleeve on cast-in-situ floor plate of high-rise building

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE845705C (en) * 1950-04-28 1952-08-04 Turrit Verwertung G M B H Device for bricking up stones or blocks made of lightweight concrete or the like.
CH571629A5 (en) * 1973-11-19 1976-01-15 Btr Materiaux Sa Jigging irons for ensuring vertical alignment of block built walls - are 'T' sections positioned with stem inserted in horizontal bed joints
DE2608848A1 (en) * 1976-03-04 1977-09-08 Kasamentbau Gmbh & Co Multi storeyed building prefabricated wall elements - consist of units of assembled lime bricks superimposed in rows (NL 6.9.77)
FR2600359A1 (en) * 1986-06-23 1987-12-24 Lacour Michel Device for facilitating the masoning of construction elements

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1970165U (en) * 1967-06-01 1967-10-12 Ferma Werke Fertigbau Und Masc JOINT SEAL FOR BUILDING PURPOSES.
DE7031558U (en) * 1970-08-24 1970-11-12 Wolf Heinz DEDUCTION.

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE845705C (en) * 1950-04-28 1952-08-04 Turrit Verwertung G M B H Device for bricking up stones or blocks made of lightweight concrete or the like.
CH571629A5 (en) * 1973-11-19 1976-01-15 Btr Materiaux Sa Jigging irons for ensuring vertical alignment of block built walls - are 'T' sections positioned with stem inserted in horizontal bed joints
DE2608848A1 (en) * 1976-03-04 1977-09-08 Kasamentbau Gmbh & Co Multi storeyed building prefabricated wall elements - consist of units of assembled lime bricks superimposed in rows (NL 6.9.77)
FR2600359A1 (en) * 1986-06-23 1987-12-24 Lacour Michel Device for facilitating the masoning of construction elements

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0893554A1 (en) * 1997-07-25 1999-01-27 Tubag Trass-, Zement- und Steinwerke Gmbh Method and arrangement for realising a horizontal filling- layer
DE19960512A1 (en) * 1999-12-15 2001-06-21 Ytong Holding Ag Device for applying levelling layer to brickwork consists of a U-profile made from water-impermeable polymer foam.
CN116397904A (en) * 2023-06-08 2023-07-07 山西三建集团有限公司 Positioning method of positioning mechanism for reserved steel sleeve on cast-in-situ floor plate of high-rise building
CN116397904B (en) * 2023-06-08 2023-08-08 山西三建集团有限公司 Positioning method of positioning mechanism for reserved steel sleeve on cast-in-situ floor plate of high-rise building

Also Published As

Publication number Publication date
DE3705917C2 (en) 1999-08-19
EP0280133B1 (en) 1991-04-10
EP0280133A3 (en) 1989-05-24
ATE62522T1 (en) 1991-04-15
DE3705917A1 (en) 1988-09-08

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